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| 1 | Setting Out Pillars:- Providing & Fixing of Working benchmark Pillars 01 nos. per km& 04 Nos. of reference pillars required for 1 Km. as per drawings given and direction of E/I |
| 2 | Construction of Reference Benchmark,Working Benchmark |
| 3 | Box CuttingExcavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 |
| 4 | Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3(Including Royality & Labour Cess). |
| 5 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 |
| 6 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100 m as per Technical Specification Clause 301.5 |
| 7 | Construction of subgrade with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.(Including Royality & Labour Cess). |
| 8 | Granular Sub-base with Well Graded Material (Table 400.1) :- Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. (For Grading I Material) |
| 9 | WBM Grading 3 :-Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 10 | Prime Coat (Low Porosity) :- Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 11 | Tack Coat :- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503. |
| 12 | Mix Seal Surfacing( Type B ):-Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 |
| 13 | Granular Sub-base with Well Graded Material (Table 400.1) :- Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. (For Grading I Material) |
| 14 | WBM Grading 3 :-Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 15 | Cement Concrete Pavement :-Construction of un-reinforcedexpansion and construction joint only , plain cement thickness as perdesign , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 grade coarse and fine aggregate maximum size of aggregate not exceding 25mm , mixed in a concrete of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork ( steel channel ,laying and fixing of 125 micron thick plythene film ,wedges ,steel plates including levelling the formwork as per drawing ) spreading the concrete with shovels , rakes , compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion , constrution joints ,applying debonding strips , primer , sealant , dowel bars , near approaches to bridge/ culvert and construction joints, admixtures as approved , curing of concrete slab for 14 days curing compound (where specified) and water finishing to lines and grade as per drawing and Technical specification clause 1501. |
| 16 | Cable Duct Across the Road Providing and Laying of a reinforced Cement Concrete pipe duct,300 mm dia ,across the road(new construction),extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head wallat both end,Providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:981997.bedded on a 0.3m thick layer of granular material free of rock pieces,outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and tripal row ducts.joints to be made leak proof,invert lelel of duct to be above higher than ground level to prevent entry of water and dirt,all as per IRC:98-1997 and approved drawings |
| 17 | KilometreStone |
| 18 | Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 19 | Ordinary Kilometer Stone (Precast) |
| 20 | 200 m stone (precast) |
| 21 | Providing and fixing of semi-reflective cautionary, mandatory and informatory signboard as per IRC:67 made of1.5 mm thick MS steel duly stove white colour in front and gray colour on back with red reflective bordar of 65 mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of MORD for rural road of requried shade and colour supported and welded on 47 mm x 47 mm x 12 swg sheet tube firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 1701.2.2 |
| 22 | 600 mm equilateral & triangle |
| 23 | 900 mm Side Octagon (Stop Board at Start & End) |
| 24 | 800 mm x 600 mm rectangular |
| 25 | 600 mm x 450 mm rectangular |
| 26 | Planting of tree & there maintanance for one year :-planting of tree by the Road side (Avenue Tree) in 0.6 m dia holes, 1 m deep dug in the Ground ,Mixing the soil with decayed farm yard/slug manure ,planting the saplings back filling the trench,watering,fixingthe tree guard & maintain the plant for one year. |
| 27 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. |
| 28 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Concrete Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. |
| 29 | (I)Providing and Fixing \"Logo\" of MMGSY Project :-Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube.All M.S. will be stove enameled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 |
| 30 | Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 |
| 31 | Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 32 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M20 ) |
| 33 | Providing and laying RCC pipe NP-3 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation,protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106 |
| 34 | Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 |
| 35 | 18%GST |
| 36 | 1%L. Cess |
| 37 | SF |
| 38 | 1st Year Maintenance cost |
| 39 | 2nd Year Maintenance cost |
| 40 | 3rd Year Maintenance cost |
| 41 | 4th Year Maintenance cost |
| 42 | 5th Year Maintenance cost |
| 43 | 18%GST |
| 44 | 1%L. Cess |
| 45 | SF |
